Pavement Design and Types MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Pavement Design and Types, a fundamental topic in the field of Foundation Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Pavement Design and Types MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Pavement Design and Types mcq questions that explore various aspects of Pavement Design and Types problems. Each MCQ is crafted to challenge your understanding of Pavement Design and Types principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Foundation Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Pavement Design and Types MCQs are your pathway to success in mastering this essential Foundation Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Pavement Design and Types. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your Pavement Design and Types knowledge to the test? Let's get started with our carefully curated MCQs!

Pavement Design and Types MCQs | Page 6 of 9

Q51.
Maximum wheel load is the greatest load transmitted by __________
Discuss
Answer: (a).a single wheel
Q52.
The pressure transmitted to the surface of the pavement by the wheel is ________
Discuss
Answer: (c).contact pressure
Q53.
The contact area of wheel is _______
Discuss
Answer: (d).circular
Q54.
Based on the equal deflection criterion, the expression for the equivalent wheel load Pₑ is _________
Discuss
Answer: (a).\(F_e \sqrt{P_e}=(F_1+F_2)\sqrt{P} \)
Q55.
_________is an empirical method based on soil classification and other factor like climate and moisture.
Discuss
Answer: (a).Group index method
Q56.
The group index method of design of flexible pavement was suggested by __________
Discuss
Answer: (c).Highway research board
Q57.
The California bearing ratio method was originally devised by ________
Discuss
Answer: (a).O.J. Porter
Q58.
In CBR test, the cylindrical plunger of ________ diameter is used.
Discuss
Answer: (a).5 cm
Q59.
In CBR test, the rate of penetration of plunger is _______ mm/min.
Discuss
Answer: (b).1.25
Q60.
In CBR test, the standard load is the penetration resistance of plunger into a _________
Discuss
Answer: (a).standard sample of crushed stones
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